Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.3 LAccepted-AOC | L1 | Accepted-AOC Eligible | |
| 2 | Rejected-Technical | - | Rejected-Technical In Eligible |
| Sl No | Description | Qty | Unit | M.VENKATESH L1 |
|---|---|---|---|---|
| 1.00Earth work excavation and depositing on bank with initial lead of 10 meters and initial lift of 2 meters in hard stiff clay, stiff block cotton hard red earth, murrains, gravel stoney earth and earth mixed with small size boulders and hard gravel soil etc., complete as per standard specification | ||||
| 1.10 | A)Hard stiff clay, stiff black cotton, hard red earth, shales etc. | 95 | M3 | 263.7 ₹25,051.5 Lowest |
| 1.20 | B)Soft disintegrated rock, laterite, soft rock, kankar not requiring blasting | 95 | M3 | 392.8 ₹37,316 Lowest |
| 1.30 | C)Medium rock and dence medium rock not requiring blasting | 81 | M3 | 690 ₹55,890 Lowest |
| 2.00 | Plain Cement Concrete 1:4:8 (one cement,four sand and eight aggregate) mix using 40mm gauge hand broken hard granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm well rammed etc., complete complying with standard specifications. | 15 | M3 | 5,608.1 ₹84,121.5 Lowest |
| 3.00Supplying and erecting centering for sides and soffits including supports and strutting upto 3.00m height for plane surface such as RCC Slab, Rectangular Beams, Tee (or) ELL Beams, Lintel Bed Block, Slabs, Landing Slabs, Beams Canopy, Side Slab (or) Square (or) Round columns etc., as detailed below with all cross branching using M.S. Sheets of size 80cm x 60cm and B.G. 10 stiffended with welded M.S. Angles of size 25 x 25 x 3mm for boarding laid over silver oak or country wood joints of 10cm to 30cm to dia spaced at 75cm c/c etc., complete complying with standard specifications as directed by departmental officers etc., complete. | ||||
| 3.10 | A) For 0.00 to 3.30 M (Plane Surface) | 10 | M2 | 978 ₹9,780 Lowest |
| 3.20 | B) For 0.00 to 3.30 M (Curved Surface) | 222 | M2 | 1,627.6 ₹3,61,327.2 Lowest |
| 3.30 | C) For 0.00 to 3.30 M (FOR ROUND COLUMN) | 2 | M2 | 2,170.2 ₹4,340.4 Lowest |
| 3.40 | D) For 3.30 M- 4.3 M (Plane Surface) | 66 | M2 | 1,121.2 ₹73,999.2 Lowest |
Tender Value
₹30 L
EMD Value
₹30,000
Closing Date
22 Sept 2025, 3:00 pmClosed
Executive Officer
Kannampalayam Town Panchayat Kannampalayam Coimbatore
Construction of 2.00 Litres Capacity Sump at ward No.12 in Kannampalayam Town Panchayat Coimbatore District
2025_DTP_604671_1
119-2/2025
Open Tender
Civil Works
Item Rate
180 days
Kannampalayam Town Panchayat
As per Norms
3 documents required · 3 mandatory
₹0
₹30,000
22 Mar 2026
16 Sept 2025
22 Sept 2025
16 Sept 2025
22 Sept 2025
16 Sept 2025
16 Sept 2025 - 22 Sept 2025
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .